Revised Proposed Plans

 

 

EXISTING EDGE OF BITUMEN Callaghan & Toth )

FINISH LEVEL OF COMBINED _ | Civil, Environmental &

DRIVEWAY CENTRELINE , Hydraulic Engineers
PO BOX 2305
h NOOSAVILLE 4566
i 1.16/90 Goodchap Street
: Phone 54749081
www.callaghanandtoth.com.au

designed [MP | datum AHD DERIVED

drawn MP
checked ADT.

 

 

 

 

 

 

 

 

 

 

(B.M.) PSM 116668

 

approved
SURVEYED BY
MAX WATTERSON & ASSOCIATES

PHONE: 5442 6121
Na

a

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DATUM RL 112.000 project
150mm THICK CONCRETE TO DETAIL ON SHEET 03 Se een Se lace URE PEON DR
ROAD TYPE LAKE MACDONALD
PT CHAINAGE HEIGHT GRADE COOROY
VERTICAL CURVES $s 0,000 116.829 3.02%
ee
Ls 0.8 15 L47 L3 L3 u IP 5,000 116.678 -12,50%
—————
-3% -12.5% ~16.7% -20% -12.5% 0% 8.45% IP 5,800 116.578 16.67% Client
VERTICAL GRADES
Ls LOB 15 L447 L3 L3 u IP 7.300 116,328 20.00% S ARNOLD & L PETERSEN
DESIGN o o o © « © o o o . IP 12.000 115.388 12.50%
2 3 3 2 5 3 e e 3 3 IP 15,000 115,013 0.00% NS)
IP 18,000 115.013 6.45% ~)
SURVEY . el ° . ° . 5 9
8 g 8 3 = 8 8 g 8 2 ud ey oe ease STAGE 1 COMBINED DRIVEWAY
5 FL OF 5 E = 5 5 5 5 LONGITUDINAL SECTION PLAN
NS
CHAINAGE ° o 3 2 eS Ey ia = g g
ee
EASEMENT DRIVEWAY CL - LONGITUDINAL SECTION 3 HORZ SCALE 1:100 LOTS 11-13 OF THE
A3 VERT SCALE 1:100 RECONFIGURATION OF LOT 233
ON MCH4301
[- SAW JOINT 3mm WIDE D/3 DEEP MIN WHEN CONCRETE HAS UNT2 EDGE TIMHER, LAP SO SEALANT 15 X 10
HARDENED SUCH THAT IT WILL NOT BE DAMAGED BY THE BLADE f : .
OF A SOFT CUT SAW (2 TO 4 HOURS AFTER LAST TROWELI CORNER LONG LESS AT _-75|75)_ ae nom ence Parish of TEWANTIN
County of MARCH
SLAB LEVEL| Ta
oo a —— fo | 1] NOOSA SHIRE COUNCIL
A s "i
| —— CUT OUT EVERY SECOND WIRE NMBRANE oe Agi | Locality of COOROY
Gd DIRECTLY UNDER JOINT AND At 2
DEPRESS FABRIC LOCALLY
75mm CBR45 IF NS ——~] —_—_—=S—_>_$—$
MOISTURE BARRIER LL DANLEY CRACK IN eS wre (OS
DUCER UNDER SAW CUT ‘DANLEY" 16mm SQUARE HD GALV. —| 200 4mm ABELFLEX TO oe
DOWELS WITH DOWEL MASTER COVER x DEPTH OF JOINT
400 L AT 40 MAX CRS, CENTRAL (OR AS SHOWN

APPROVED EQUAL)
N32 CONCRETE SCALE 1:10

12d CONTROL LINES

  

Na

 

 

 

 

—7 DESIGN DRIVEWAY CL

 

 

 

        

 

 

 

 

 

 

 

(AT POUR BREAK) ——_————————————
NOTE: ALL DOWELS HD GALVANISED U.N. REVISIONS
o Pa 0 9 SCALE NTS __
O° ° oO ° ment} revision details date
a u ” ” A | FOR APPROVAL 12/21
! 1.00 ! 2.75 2.75 t 1.00 I B | AMMENDED FOR APPROVAL 5/22
c | REVISED FOR APPROVAL 11/22!
°
NIZ{TRINMERIBARASUCCERR TYPE 2.5 CBRI5 GRAVEL SHOULDER . J
COMPACTED IN MAX. 150mm LIFTS an

 

 

 

 

COMPUTER DIRECTORY
X:\JOBS\CT PROJECTS IN PROGRESS\2151 130
LAKE MACDONALD DR\DESIGN

FOR APPROVAL

 

 

 

N32 CONCRETE SL82 MESH, 50 CLEAR

 

 

 

 

 

 

 

 

ae Sars " Sheet 3 of 13 sheets
drawing number
COMBINED DRIVEWAY DETAIL SECTION 2 1 5 1 - 03

SCALE: 1:250 (A3)

 

 

 

XK date NOVEMBER 2022 SS)